CN218346228U - Steel-pipe pile prefabricated extension basis - Google Patents
Steel-pipe pile prefabricated extension basis Download PDFInfo
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- CN218346228U CN218346228U CN202222370394.2U CN202222370394U CN218346228U CN 218346228 U CN218346228 U CN 218346228U CN 202222370394 U CN202222370394 U CN 202222370394U CN 218346228 U CN218346228 U CN 218346228U
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Abstract
The utility model relates to the technical field of medical equipment, specifically a prefabricated extension basis of steel-pipe pile, including ground, steel stand and atress panel, still include polylith panel ribbing, polylith the panel ribbing sets up in the top of atress panel, globular basin base and polylith the top fixed connection that the panel ribbing, the top of globular basin base is provided with the sphere regulating body, the bottom of steel stand sets up in the top of sphere regulating body, the utility model discloses earlier hoist basic main part and take one's place during the use, then adjust the sphere regulating body and make steel pipe column bottom steel sheet be in the level, then twist the screw rod with the nut and make on the ring flange steel sheet and flange plate bottom steel sheet screwed up fixedly, then steel pipe column bottom steel sheet and the ring flange of steel stand on the butt joint, screw up the bolt and can guarantee that the steel stand is in vertical direction, this basis uses easy operation, and low in use cost is honest and clean, and the construction improves the work efficiency more than one time, saves the cost of every basis.
Description
Technical Field
The utility model relates to a pile foundation construction technical field specifically is a prefabricated extension basis of steel-pipe pile.
Background
When the concrete cast-in-place box girder is constructed, a support needs to be erected to support a template and provide a platform, and the support erection mode comprises a construction foundation, erection of a steel upright post, erection of a post top distribution beam and an upper support structure.
The traditional foundation foundations are all poured at the foundation position at one time, after the box girder pouring is finished, the supports are detached, the foundations are broken, and then the construction of the cast-in-place box girder of the next connection is continued.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prefabricated extension basis of steel-pipe pile to solve the problem that proposes in the above-mentioned background art.
The technical scheme of the utility model is that: the utility model provides a prefabricated extension basis of steel-pipe pile, includes ground, steel stand and atress panel, still includes:
the plurality of panels are ribbed, and the ribs are arranged on the tops of the stressed panels;
globular pelvic floor seat, globular pelvic floor seat and polylith the top fixed connection of panel ribbing, the top of globular pelvic floor seat is provided with the sphere regulating body, the bottom of steel stand sets up in the top of sphere regulating body, be connected with the ring flange structure between steel stand and the globular pelvic floor seat.
Preferably, the bottom of steel stand sets up to the sphere, and the sphere of steel stand accessible bottom rotates at the inner wall of sphere regulating body, the inner wall size adaptation of sphere and sphere regulating body.
Preferably, the flange plate structure comprises a flange plate upper steel plate, a flange plate bottom steel plate and a steel pipe column bottom steel plate, the steel pipe column bottom steel plate is fixed on the outer wall of the steel column, the steel pipe column bottom steel plate is fixedly connected with the flange plate upper steel plate through bolts, and a horizontal regulator is arranged at the top of the flange plate upper steel plate.
Preferably, the flange plate bottom steel plate is fixedly installed at the top of the spherical basin base, the outer walls of the flange plate upper steel plate and the flange plate bottom steel plate are provided with through holes, the inner walls of the through holes are inserted with screw rods, and the two ends of each screw rod are connected with nuts through threads.
Preferably, the inner wall of the stressed panel is provided with a second stressed steel bar.
Preferably, the inner wall of the panel ribbed is provided with a first stressed steel bar.
Preferably, the outer wall of the panel ribbed is fixedly provided with a lifting lug which is pre-embedded.
The utility model discloses an improve and provide a prefabricated extension basis of steel-pipe pile here, compare with prior art, have following improvement and advantage:
the utility model discloses during the use, earlier take one's place basic main part hoist and mount, then adjust the sphere regulating body and make steel pipe column base steel sheet be in the level, then twist into the screw rod with the nut and make on the ring flange steel sheet and flange plate base steel sheet screw up fixedly, then steel plate butt joint on steel pipe column base steel sheet and the ring flange of steel stand, screw up the bolt and can guarantee that the steel stand is in vertical direction, this basis uses easy operation, low in use cost, the construction work efficiency is improved more than one time, the cost of saving every basis.
Drawings
The invention is further explained below with reference to the figures and examples:
fig. 1 is a schematic elevation view of the present invention;
fig. 2 is a schematic top view of the present invention;
fig. 3 is a large view of the flange plate of the present invention.
Description of reference numerals:
1. a force-bearing panel; 2. ribbing the panel; 3. a first stressed reinforcement bar; 4. lifting lugs; 5. a steel upright post; 6. a second stressed steel bar; 7. a foundation; 8. steel plates are arranged on the flange plates; 9. a flange bottom steel plate; 10. a level adjuster; 11. a screw; 12. a nut; 13. a spherical basin base; 14. steel plate at the bottom of the steel pipe column; 15. a spherical surface adjuster.
Detailed Description
The present invention will be described in detail below, and it is apparent that the technical solutions in the embodiments of the present invention are described clearly and completely. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
The utility model discloses an improve and provide a prefabricated extension basis of steel-pipe pile here, the technical scheme of the utility model is:
as shown in fig. 1-3, a prefabricated extended foundation of steel pipe pile includes a foundation 7, a steel column 5 and a stress panel 1, and further includes:
the plurality of panel ribbing 2 are arranged at the top of the stress panel 1;
globular pelvic floor 13, the top fixed connection of globular pelvic floor 13 and polylith panel ribbing 2, the top of globular pelvic floor 13 is provided with sphere regulating body 15, and the bottom of steel stand 5 sets up in the top of sphere regulating body 15, is connected with the ring flange structure between steel stand 5 and the globular pelvic floor 13.
Further, the bottom end of the steel upright post 5 is set to be a spherical surface, the spherical surface is matched with the size of the inner wall of the spherical surface adjusting body 15, and the steel upright post 5 rotates on the inner wall of the spherical surface adjusting body 15.
Further, the flange structure comprises a flange upper steel plate 8, a flange bottom steel plate 9 and a steel pipe column bottom steel plate 14, the steel pipe column bottom steel plate 14 is fixed on the outer wall of the steel upright post 5, the steel pipe column bottom steel plate 14 is fixedly connected with the flange upper steel plate 8 through bolts, a horizontal regulator 10 is arranged at the top of the flange upper steel plate 8, and the steel upright post 5 is leveled through the arranged horizontal regulator 10.
Further, the flange plate bottom steel plate 9 is fixedly installed at the top of the spherical basin base 13, the outer walls of the flange plate top steel plate 8 and the flange plate bottom steel plate 9 are provided with through holes, the inner wall of each through hole is inserted with a screw rod 11, the two ends of each screw rod 11 are connected with screw caps 12 through threads, and the screw caps 12 are screwed into the screw rods 11 to realize the assembly of the flange plate top steel plate 8 and the flange plate bottom steel plate 9.
Further, the inner wall of the stressed panel 1 is provided with a second stressed steel bar 6.
Further, the inner wall of the panel ribbing 2 is provided with a first stressed steel bar 3.
Furthermore, the outer wall of the panel ribbed body 2 is fixedly provided with a lifting lug 4, and the lifting lug 4 is convenient to hoist.
The flange plate structure comprises a flange plate upper steel plate 8, a flange plate bottom steel plate 9, a steel pipe column bottom steel plate 14, a horizontal regulator 10 and the like.
Set up 4 hoists of being convenient for of lug, set up the ring flange structure of adjustable concatenation angle simultaneously and be convenient for angle regulation to eliminate 7 steel stand 5 slopes that the unevenness leads to of foundation.
The device mainly comprises a foundation stressed panel 1, a stressed panel ribbed 2, a lifting lug 4, a flange plate upper steel plate 8, a flange plate bottom steel plate 9, a steel pipe column bottom steel plate 14 and a horizontal adjuster 10, and the manufacturing method comprises the steps of firstly calculating the size and the steel bar configuration of an expanded foundation according to the counter force of the bottom surface of a steel upright 5, binding a first stressed steel bar 3, a ribbed steel bar, a pre-embedded lifting lug 4, a flange plate structure, a vertical template and the like on the foundation, pouring the stressed panel 1, the panel ribbed 2, and finally dismantling and hoisting the template for use, adjusting an angle adjusting system of the foundation flange plate structure to be horizontal when the steel upright 5 is in butt joint with the foundation flange plate structure to enable the axis of the flange plate structure to be vertical, then butting the steel upright 5 and screwing bolts for butting flanges, wherein at the moment, the prefabricated expanded foundation is installed completely, and the installation work of the next stage can be carried out.
The stressed panel 1 mainly transmits upper force to the foundation to enable the foundation to be uniformly pressed, the panel ribbing 2 mainly transmits the force of the steel upright post 5 to the stressed panel 1 uniformly, and the panel ribbing 2 and the stressed panel 1 are of reinforced concrete structures and are internally provided with first stressed steel bars 3.
The flange structure: the device mainly comprises a flange plate upper steel plate 8, a flange plate bottom steel plate 9, a steel pipe column bottom steel plate 14 and a horizontal regulator 10. When the foundation is used, the foundation main body is hoisted in place, then the spherical adjusting body 15 is adjusted to enable the steel pipe column bottom steel plate 14 to be horizontal, then the screw cap 12 is screwed into the screw rod 11 to enable the flange plate upper steel plate 8 and the flange plate bottom steel plate 9 to be screwed and fixed, then the steel pipe column bottom steel plate 14 of the steel upright column 5 is butted with the flange plate upper steel plate 8, and the bolts are screwed to ensure that the steel upright column 5 is in the vertical direction.
The previous description is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (7)
1. The utility model provides a prefabricated extension basis of steel-pipe pile, includes ground (7), steel stand (5) and atress panel (1), its characterized in that: further comprising:
the panel ribbing structure comprises a plurality of panel ribbing (2), wherein the panel ribbing (2) is arranged at the top of a stress panel (1);
globular pelvic floor seat (13), globular pelvic floor seat (13) and polylith the top fixed connection of panel ribbing (2), the top of globular pelvic floor seat (13) is provided with sphere regulating body (15), the bottom of steel stand (5) sets up in the top of sphere regulating body (15), be connected with the ring flange structure between steel stand (5) and globular pelvic floor seat (13).
2. The steel pipe pile prefabricated extended foundation according to claim 1, characterized in that: the bottom of the steel upright post (5) is set to be a spherical surface, and the spherical surface is matched with the size of the inner wall of the spherical surface adjusting body (15).
3. The prefabricated extended foundation of the steel pipe pile according to claim 1, characterized in that: the flange plate structure comprises a flange plate upper steel plate (8), a flange plate bottom steel plate (9) and a steel pipe column bottom steel plate (14), the steel pipe column bottom steel plate (14) is fixed on the outer wall of the steel column (5), the steel pipe column bottom steel plate (14) is fixedly connected with the flange plate upper steel plate (8) through bolts, and a horizontal regulator (10) is arranged at the top of the flange plate upper steel plate (8).
4. The prefabricated extended foundation of the steel pipe pile according to claim 3, wherein: the flange plate bottom steel plate (9) is fixedly installed at the top of the spherical basin base (13), the outer walls of the flange plate upper steel plate (8) and the flange plate bottom steel plate (9) are provided with through holes, the inner walls of the through holes are inserted with screw rods (11), and the two ends of the screw rods (11) are connected with screw caps (12) through threads.
5. The prefabricated extended foundation of the steel pipe pile according to claim 1, characterized in that: and a second stressed steel bar (6) is arranged on the inner wall of the stressed panel (1).
6. The prefabricated extended foundation of the steel pipe pile according to claim 1, characterized in that: and a first stressed steel bar (3) is arranged on the inner wall of the panel ribbed body (2).
7. The prefabricated extended foundation of the steel pipe pile according to claim 1, characterized in that: the outer wall of the panel ribbing (2) is fixedly provided with a lifting lug (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222370394.2U CN218346228U (en) | 2022-09-07 | 2022-09-07 | Steel-pipe pile prefabricated extension basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222370394.2U CN218346228U (en) | 2022-09-07 | 2022-09-07 | Steel-pipe pile prefabricated extension basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346228U true CN218346228U (en) | 2023-01-20 |
Family
ID=84918408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222370394.2U Active CN218346228U (en) | 2022-09-07 | 2022-09-07 | Steel-pipe pile prefabricated extension basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218346228U (en) |
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2022
- 2022-09-07 CN CN202222370394.2U patent/CN218346228U/en active Active
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